GSI PNEG-1461 User Manual

PNEG-1461
12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series
Assembly Manual
PNEG-1461
Date: 09-25-13
All information, illustrations, photos and specifications in this manual are based on the latest information available at the time of publication. The right is reserved to make changes at any time without notice.
Table of Contents

Contents

Chapter 1 Introduction ..........................................................................................................................................5
Chapter 2 Safety .....................................................................................................................................................6
Safety Guidelines .................................................................................................................................. 6
General Safety Statement ..................................................................................................................... 7
Safety Instructions ..................... ... .... .......................................... ... ... ..................................................... 8
Safety Sign-Off Sheet ......................................................................................................................... 10
Proper Storage of Grain Bin/Silo Materials Prior to Construction ....................................................... 11
Chapter 3 Decals ..................................................................................................................................................12
Chapter 4 General Information ...........................................................................................................................13
Bulk Feed Tank Assembly Manual General Instructions .............................. ... ... .... ... ... ... ... ................ 13
Chapter 5 Foundation ..........................................................................................................................................15
Chapter 6 Sidewall Assembly .............................................................................................................................26
Bulk Feed Tank Assembly .................................................................................................................. 26
12' Sidewall Sheet Orientation ............................................................................................................ 27
Sidewall Erection ....................... ... .... ... ... ... ... .......................................... .... ... ... ... .... ... ......................... 28
Chapter 7 Roof .....................................................................................................................................................32
12'-18' BFT Sealed Roof Panel Installation ......................... ....................... ...................... ................... 32
Peak Ring Collar to Roof Panels ......................................................................................................... 33
12' Roof Reinforcement Angle ............................................................................................................ 34
15' and 18' Roof Assembly Instructions .............................................................................................. 35
Raising the Roof ........................ ... .... ... .......................................... ... ... ................................................ 38
Chapter 8 Optional BFT Ladder Assembly ........................................................................................................40
Starter Bracket Installation .................................................................................................................. 41
Sidewall and Roof Ladder Installation ................................................................................................. 42
Roof Ladder Support Bracket Installation ........................................................................................... 43
Ladder Standoff Installation ................................................................................................................ 49
Ladder Section Assembly ................................................................................................................... 50
Ladder Support Detail ......................................................................................................................... 51
Ladder Decal Application .................................................................................................................... 51
Chapter 9 Ladder Handrails ................................................................................................................................52
Handrail Installation for Ladder System Without Safety Cage ............................................................ 52
Chapter 10 Safety Cage .......................................................................................................................................60
Ladder System With Safety Cage ..................................................................................................... 60
Safety Cage Hoop Assembly ............................................................................................................. 62
Safety Cage Installation ..................................................................................................................... 64
Chapter 11 Roof Cap and Ground Control ........................................................................................................67
Roof Cap and Ground Control Instructions ....................................................................................... 67
Roof Cap .................................................... .... .......................................... ......................................... 74
Chapter 12 Hopper Assembly .............................................................................................................................76
Hopper Sheets ................................................................................................................................... 76
Hopper Collar Assembly .................................................................................................................... 80
Chapter 13 Legs and Leg Bracing ......................................................................................................................82
12' Only .............................................................................................................................................. 82
Installation of Leg to Sidewall ............................................................................................................ 83
Installation of Leg to Sidewall for 15', 18' and 21' BFT ...................................................................... 84
12'-21' Leg Bracing ............................................................................................................................ 85
Bracing Hole Layouts ..................................................... ... ... .... ... ...................................................... 87
Hopper to Leg Bracing ....................................................................................................................... 91
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 3
Table of Contents
Chapter 14 Raising Bin ........................................................................................................................................92
Raising Bin to Set on Foundation ...................................................................................................... 92
Standard Hopper Bin Anchoring ........................................................................................................ 92
Anchoring Tank ........................................... .... ... ... ... .......................................... .... ... ........................ 93
Bin Grounding Instructions ................................................................................................................ 94
Chapter 15 Pneumatic Fill Kit ............. ... ... ..........................................................................................................95
Pneumatic Fill Kit Assembly ............ ... ... .......................................... ... ... .... ... ... ... .... ... ... ..................... 95
Roof Panel ......................................................................................................................................... 96
Chapter 16 Parts List ...........................................................................................................................................97
12' Diameter 60° Hopper Bin Specifications .......................... .......................................... .................. 98
12' Diameter 60° Hopper Bin Hardware Specifications ............. ... ... ... ... .... ... ... ................................ 100
12' Diameter 45° Hopper Bin Specifications .......................... .......................................... ................ 102
12' Diameter 45° Hopper Bin Hardware Specifications ............. ... ... ... ... .... ... ... ................................ 104
15' Diameter 60° Hopper Bin Specifications .......................... .......................................... ................ 106
15' Diameter 60° Hopper Bin Hardware Specifications ............. ... ... ... ... .... ... ... ................................ 108
15' Diameter 45° Hopper Bin Specifications .......................... .......................................... ................ 110
15' Diameter 45° Hopper Bin Hardware Specifications ............. ... ... ... ... .... ... ... ................................ 112
18' Diameter 45° Hopper Bin Specifications .......................... .......................................... ................ 114
18' Diameter 45° Hopper Bin Hardware Specifications ............. ... ... ... ... .... ... ... ................................ 116
21' Diameter 45° Hopper Bin Specifications .......................... .......................................... ................ 118
21' Diameter 45° Hopper Bin Hardware Specifications ............. ... ... ... ... .... ... ... ................................ 120
Chapter 17 Warranty ..........................................................................................................................................123

1. Introduction

READ THIS MANUAL carefully to learn how to properly use and install equipment. Failure to do so could result in personal injury or equipment damage.
INSPECT the shipment immediately upon arrival. The customer is responsible for ensuring that all quantities are correct. The customer should report and note any damage or shortage on the bill of lading to justify their claim to the transport company.
THIS MANUAL SHOULD BE CONSIDERED a permanent part of your equipment and should be easily accessible when needed.
This warranty provides you the assurance that the company will back its products when defects appear within the warranty period. In some circumstances, the company also provides field improvements, often without charge to the customer, even if the product is out of warranty. Should the equipment be abused, or modified to change its performance beyond the factory specifications, the warranty will become void and field improvements may be denied.
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 5

2. Safety

This is the safety alert symbol. It is used to alert you to potential personal injury hazards. Obey all safety messages that follow this symbol to avoid possible injury or death.
WARNING indicates a hazardous situation which, if not
avoided, could result in death or serious injury.
CAUTION, used with the safety alert symbol, indicates a hazardous situation which, if not avoided, could result in minor or moderate injury.
NOTICE is used to address practices not related to personal injury.
DANGER indicates a hazardous situation which, if not avoided, will result in death or serious injury.
Safety Guidelines
This manual contains information that is important for you, the owner/operator, to know and understand. This information relates to protecting personal safety and preventing equipment problems. It is the responsibility of the owner/operator to inform anyone operating or working in the area of this equipment of these safety guidelines. To help you recognize this information, we use the symbols that are defined below. Please read the manual and pay attention to these sections. Failure to read this manual and its safety instructions is a misuse of the equipment and may lead to serious injury or death.
DANGER
WARNING
CAUTION
NOTICE
2. Safety
This product has sharp edges, which may cause serious injury. To avoid injury, handle sharp edges with caution and always use proper protective clothing and equipment.
General Safety Statement
Our foremost concern is your safety and the safety of others associated with grain handling equipment. This manual is to help you understand safe operating procedures and some problems that may be encountered by the operator and other personnel.
As owner and/or operator, you are responsible to know what requirements, hazard s, and precautions exist and inform all personnel associated with the equipment or in the area. Safety precautions may be required from the personnel. Avoid any alterations to the equipment, which may produce a very dangerous situation, where SERIOUS INJURY or DEATH may occur.
You should consider the location of the bin site relative to power line locations or electrical transmission equipment. Contact your local power company to review your installation plan or for information concerning required equipment clearance. Clearance of portable equipment that may be taken to the bin site should also be reviewed and considered. Any electrical control equipment in contact with the bin should be properly grounded and installed in accordance with National Electric Code provisions and other local or national codes.
This product is intended for the use of grain storage only. Any other use is a misuse of the product.
Sidewall bundles or sheets must be stored in a safe manner. The safest method of storing sidewall bundles is laying horizontally with the arch of the sheet upward, like a dome. Sidewall sheets stored on edge must be secured so that they cannot fall over and cause injury. Use care when handling and moving sidewall bundles.
Personnel operating or working around equipment should read this manual. This manual must be delivered with equipment to its owner. Failure to read this manual and its safety instructions is a misuse of the equipment.
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 7
2. Safety
Follow Safety Instructions
Carefully read all safety messages in this manual and safety signs on your machine. Keep signs in good condition. Replace missing or damaged safety signs. Be sure new equipment components and repair parts include the current safety signs. Replacement safety signs are available from the manufacturer.
Learn how to operate the machine and how to use controls properly. Do not let anyone operate without instruction.
Keep your machinery in proper working condition. Unauthorized modifications to the machine may impair the function and/or safety and affect machine life.
If you do not understand any part of this manual or need assistance, contact your dealer.
Read and Understand Manual
Practice Safe Maintenance
Understand service procedures before doing work. Keep area clean and dry.
Never lubricate, service, or adjust machine while it is in operation. Keep hands, feet, and clothing away from rotating parts.
Keep all parts in good condition and properly installed. Fix damage immediately . Replace worn or broken p arts. Remove any built-up grease, oil, and debris.
Maintain Equipment and Work Area
Safety Instructions
Our foremost concern is your safety and the safety of others associated with this equipment. We want to keep you as a customer. This manual is to help you understand safe operating procedures and some problems that may be encountered by the operator and other personnel.
As owner and/or operator, it is your responsibility to know what requirements, hazards, and precautions exist, and to inform all personnel associated with the equipment or in the area. Safety precautions may be required from the personnel. Avoid any alterations to the equipment. Such alterations may p roduce a very dangerous situation where SERIOUS INJURY or DEATH may occur.
This equipment shall be installed in accordance with the current installation codes and applicable regulations, which should be carefully followed in all cases. Authorities having jurisdiction should be consulted before installations are made.
2. Safety
Prepare for Emergencies
Be prepared if fire starts. Keep a first aid kit and fire extinguisher handy. Keep emergency numbers for doctors, ambulance service,
hospital, and fire department near your telephone.
Keep Emergency Equipment Quickly Accessible
Wear Protective Clothing
Wear close-fitting clothing and safety equipment appropriate to the job.
Remove all jewelry.
Tie long hair up and back.
Wear safety glasses at all times to protect eyes from debris.
Wear gloves to protect your hands from sharp edges on plastic or steel parts.
Wear steel toed-boots to help protect your feet from falling debris. Tuck in any loose or dangling shoestrings.
A respirator may be needed to prevent breathing potentially toxic fumes and dust.
Wear a hard hat to help protect your head.
Wear appropriate fall protection equipment when working at elevations greater than six feet (6').
Eye Protection
Gloves
Steel-Toed Boots
Respirator
Hard Hat
Fall Protection
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 9
2. Safety
Safety Sign-Off Sheet
As a requirement of O.S.H.A., it is necessary for the employer to train the employee in the safe operating and safety procedures for this equipment. This sign-off sheet is provided for your convenience and personal record keeping. All unqualified persons are to stay out of the work area at all times. It is strongly recommended that another qualified person who knows the shut down procedure be in the area in the event of an emergency.
Date Employee Name Supervisor Name
2. Safety
Proper Storage of Grain Bin/Silo Materials Prior to Construction
Wet storage stain (rust) will develop when closely packed bundles of galvanized material, such as sidewall and roof sheets, have moisture present. Inspect roof and sidewall bundles on arrival for any moisture. If moisture is present, it must not be allowed to remain between the sheets. Separate the sheets or panels immediately and wipe them down. Spray with a light oil or diesel fuel.
If possible, sidewall bundles, roof sheets and other closely packed galvanized materials should be stored in a dry, climate controlled building. If outdoor storage is unavoidable, the materials should be stored so that they are raised above the ground and vegetation. Any stacking and spacing materials should not be corrosive or wet. Be sure to protect materials from the weather, but permit air movement around the bundles if possible.
Storing roof bundles and sidewall sheets at a slight incline can also help minimize the presence of moisture. Storing the bundles with the center of the dome up (like an arch) is one option for minimizing moisture during storage. Sidewall bundles can also be stored on edge but must be secured so that they do not fall over and cause injury.
If “white rust” or “wet storage stain” occurs, contact the manufacturer immediately about ways to minimize the adverse effect upon the galvanized coating.
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 11

3. Decals

GSI Decals
1004 E. Illinois St. Assumption, IL. 62510 Phone: 1-217-226-4421
For replacement decals, contact:
Rotating flighting will
kill or dismember.
Flowing material will
trap and suffocate.
Crusted material will
collapse and suffocate.
Keep clear of all augers. DO NOT ENTER this bin!
Failure to heed these warnings will result in serious injury or death.
If you must enter the bin:
1. Shut off and lock out all power.
2. Use a safety harness and safety line.
3. Station another person outside the bin.
4. Avoid the center of the bin.
5. Wear proper breathing equipment or respirator.
DC-2123
DANGER
> 300 lbs
(136 kg)
DO NOT EXCEED LADDER LOAD LIMIT
Load limit = 300 LBS (136 kg)
Excessive load will damage ladder resulting in injury or death.
DC-2307GSI Group, 217-226-4421

4. General Information

Bulk Feed Tank Assembly Manual General Instructions
This product is intended for the use of storing feed only. Any other use is a misuse of the product. While every effort has been made to keep the edges from being sharp, please wear the proper protective
clothing while erecting the Bulk Feed Tank. Our company recommends that you contact the local power company and have a representative review
the installation so the wiring will be compatible with their system and so that you will have adequate power supplied to the unit.
A Bulk Feed Tank weighs a minimum of 444 lbs. (201 kg). All precautions should be taken when raising the tank to its feet. Follow the instructions given later in this manual.
The safety pages show you where you can find the safety decals. The photographs show exactly where the decals should be. If a decal has been damaged or is missing contact our company for a free replacement.
First, read the assembly manual completely before starting to assemble the Bulk Feed Tank. Check the shipment with the packing list to be sure there are no shortages.
1. Decal protective mask must be removed when assembling tank. Mask may become difficult to remove if left exposed to sunlight.
2. Vertical seams must be staggered on all sidewall rings.
3. When legs extend up 2 rings, the leg holes must be in alignment in the bottom 2 rings.
4. All hopper seams and the hopper collar use truss head bolts. The heads of the bolts must be on the inside of the tank.
5. Hex head bin bolts are used on all sidewall and roof seams with the bolt heads on the outside of the bin.
6. Hex head bolts are to be used on all leg to sidewall connections with the bolt heads on the inside of the tank.
7. All bolts are to be tightened from the nut side only. Do not allow bolt heads to spin.
8. Drift punches can be used to align holes.
9. All vertical sidewall sheet seams must be overlapped in the same direction.
10. A hole spacing of 3-1/8" is used at the top of all top sidewall sheets and at the bottom of all bottom sidewall sheets.
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 13
4. General Information
Selecting the Proper Site
The selected site should be level, firm and free from underlying debris. The tank can be installed satisfactorily on slopes, but as the slope increases, additional labor and materials are required for the foundation. The concrete foundation surfaces must be level and tamped thoroughly to prevent uneven settling from the weight of the tank. Good water draina ge should be provided to prevent water collecting under or around the tank. The site mu st allow conve nient access for loading and unloading and plus provide additional space for future units. Also, consider the positioning of handling equipment, availability of electricity, etc.
. If some fill is required, it should be watered
Tools
Tools recommended for assembly of Bulk Feed Tanks.
1. Assorted sizes of combination wrenches
2. Hammer
3. 3-12" Long drift punches
4. 1 Large flathead screwdriver
5. 1 Pair of slip joint pliers
6. Two (2) adjustable wrenches
7. Ratchet and sockets
8. Impact wrenches and sockets (if available)

5. Foundation

# of
Rings
Slab
Thickness (D)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
2-5 15" 9.1 Cu. Yards 196 Sq. Ft. 8
6 16" 9.7 Cu. Yards 196 Sq. Ft. 8
7 16" 9.7 Cu. Yards 196 Sq. Ft. 8
8 17" 10.3 Cu. Yards 196 Sq. Ft. 8
# of
Rings
Slab
Thickness (D)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
2-5 381 mm 6.93 Cu. Meters 18.21 Sq. Meters 8
6 406 mm 7.40 Cu. Meters 18.21 Sq. Meters 8
7 406 mm 7.40 Cu. Meters 18.21 Sq. Meters 8
8 432 mm 7.86 Cu. Meters 18.21 Sq. Meters 8
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
* Applies to 45° hopper tank only.
All instructions shall be construed as recommendations only. The actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
*
*
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
6" Maximum
Grade
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 15
Figure 5A 12' 2-8 Rings BFT/GHT Square Pad
5. Foundation
# of
Rings
Slab
Thickness (D)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
2-5 15" 7.1 Cu. Y a rd s 155 Sq. Ft. 8
6 16" 7.6 Cu. Yards 155 Sq. Ft. 8
7 16" 7.6 Cu. Ya rd s 155 Sq. Ft. 8
8 17" 8.1 Cu. Yards 155 Sq. Ft. 8
# of
Rings
Slab
Thickness (D)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
2-5 381 mm 5.45 Cu. Meters 14.40 Sq. Meters 8
6 406 mm 5.81 Cu. Meters 14.40 Sq. Meters 8
7 406 mm 5.81 Cu. Meters 14.40 Sq. Meters 8
8 432 mm 6.18 Cu. Meters 14.40 Sq. Meters 8
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
* Applies to 45° hopper tank only.
All instructions shall be construed as recommendations only. The actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
*
*
6" Maximum
Grade
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
8 Legs
Figure 5B 12' 2-8 Rings BFT/GHT Round Pad
5. Foundation
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
8 15" 4" 5.0 Cu. Yards 175 Sq. Ft. 12
9 18" 4" 5.8 Cu. Yards 175 Sq. Ft. 12
10 20" 4" 6.4 Cu. Yards 175 Sq. Ft. 12
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
8 381 mm 102 mm 3.82 Cu. Meters 16.26 Sq. Meters 12
9 457 mm 102 mm 4.43 Cu. Meters 16.26 Sq. Meters 12
10 508 mm 102 mm 4.89 Cu. Meters 16.26 Sq. Meters 12
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
* Applies to 60° hopper tank only.
** Applies to 45° and 60° hopper tanks.
All instructions shall be construed as recommendations only. The actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
****
**
Grade
6" Maximum
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
12 Legs
Figure 5C 12' 8-10 Rings BFT/GHT Round Pad
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 17
5. Foundation
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
11 24" 4" 7.5 Cu. Yards 175 Sq. Ft. 16
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
11 610 mm 102 mm 5.73 Cu. Meters 16.26 Sq. Meters 16
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. The actual installation
may vary according to local conditions. The GSI Group assumes no liability for
results arising from the use of such recommendations.
6" Maximum
Grade
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
16 Legs
Figure 5D 12' 11 Rings BFT/GHT 16 Leg Round Pad
5. Foundation
# of
Rings
Slab
Thickness (D)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
1-4 14" 11.0 Cu. Yards 255 Sq. Ft. 15
5 15" 11.8 Cu. Yards 255 Sq. Ft. 15
6 16" 12.6 Cu. Yards 255 Sq. Ft. 15
# of
Rings
Slab
Thickness (D)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
1-4 3 56 mm 8.41 Cu. Meters 23.69 Sq. Meters 15
5 381 mm 9.01 Cu. Meters 23.69 Sq. Meters 15
6 406 mm 9.63 Cu. Meters 23.69 Sq. Meters 15
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. The actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
Grade
6" Maximum
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
15 Legs
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 19
Figure 5E 15' 1-6 Rings BFT/GHT Round Pad
5. Foundation
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
7 14" 4" 6.3 Cu. Yards 225 Sq. Ft. 20
8 15" 4" 6.6 Cu. Yards 225 Sq. Ft. 20
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
7 356 mm 102 mm 4.82 Cu. Meters 20.9 Sq. Meters 20
8 381 mm 102 mm 5.05 Cu. Meters 20.9 Sq. Meters 20
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. The actual installation
may vary according to local conditions. The GSI Group assumes no liability for
results arising from the use of such recommendations.
6" Maximum
Grade
20 Legs
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
Figure 5F 15' 7-8 Rings BFT/GHT 60° Round Pad
5. Foundation
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
7 17" 4" 7.4 Cu. Yards 225 Sq. Ft. 15
8 18" 4" 7.7 Cu. Yards 225 Sq. Ft. 15
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
7 432 mm 102 mm 5.66 Cu. Meters 20.90 Sq. Meters 15
8 457 mm 102 mm 5.89 Cu. Meters 20.90 Sq. Meters 15
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. The actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
6" Maximum
Grade
15 Legs
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
Figure 5G 15' 7-8 Rings BFT/GHT 45° Hopper Tank
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 21
5. Foundation
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
9 18" 4" 7.7 Cu. Yards 225 Sq. Ft. 20
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
9 457 mm 102 mm 5.89 Cu. Meters 20.90 Sq. Meters 20
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. The actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
6" Maximum
Grade
20 Legs
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
Figure 5H 15' 9 Rings BFT/GHT 20 Leg 45° Tank
5. Foundation
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
2-4 12" 4" 8.5 Cu. Yards 350 Sq. Ft. 18
5-6 15" 4" 10 Cu. Yards 350 Sq. Ft. 18
7 16" 4" 10.9 Cu. Yards 350 Sq. Ft. 18
8 18" 4" 11.5 Cu. Yards 350 Sq. Ft . 18
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
2-4 305 mm 102 mm 6.5 Cu. Meters 32.52 Sq. Meters 18
5-6 381 mm 102 mm 7.66 Cu. Meters 32.52 Sq. Meters 18
7 406 mm 102 mm 8.33 Cu. Meters 32.52 Sq. Meters 18
8 457 mm 102 mm 8.79 Cu. Meters 32.52 Sq. Meters 18
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. The actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
6" Maximum
Grade
18 Legs
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 23
Figure 5I 18' 2-8 Rings BFT/GHT Hopper Tank
5. Foundation
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
9 18" 4" 11.5 Cu. Yards 350 Sq. Ft. 24
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
9 457 mm 102 mm 8.79 Cu. Meters 32.52 Sq. Meters 24
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. the actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
6" Maximum
Grade
24 Legs
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
Figure 5J 18' 9 Rings BFT/GHT 24 Leg Hopper Tank
5. Foundation
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
2-6 13" 4" 11 Cu. Yards 450 Sq. Ft. 28
7 15" 4" 12.1 Cu. Yards 450 Sq. Ft. 28
8 16" 4" 12.7 Cu. Yards 450 Sq. Ft. 28
# of
Rings
Footing
Depth (D)
Slab
Thickness (T)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
2-6 330 mm 102 mm 8.41 Cu. Meters 41.81 Sq. Meters 28
7 381 mm 102 mm 9.25 Cu. Meters 41.81 Sq. Meters 28
8 406 mm 102 mm 9.71 Cu. Meters 41.81 Sq. Meters 28
GENERAL NOTES:
1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be well drained and free of vegetation
and debris.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste.
6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. The actual
installation may vary according to local conditions. The GSI Group assumes
no liability for results arising from the use of such recommendations.
6" Maximum
Grade
28 Legs
Anchor bolt 5/8" x 8" (203 mm) bolt with a
1/8" thick x 1-3/4" O.D. washer on head.
Figure 5K 21' 2-8 Rings BFT/GHT 24 Hopper Tank
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 25

6. Sidewall Assembly

Bulk Feed Tank Assembly
Model Gauge
BFT 12'-1 Ring 18 BFT 12'-2 Ring 13-20 BFT 12'-3 Ring 13-20-20 BFT 12'-4 Ring 13-18-20-20 BFT 12'-5 Ring 12-16-18-20-20 BFT 12'-6 Ring 12-15-16-18-20-20 BFT 12'-7 Ring 12-13-15-16-18-20-20 BFT 15'-2 Ring 14-16 BFT 15'-3 Ring 14-16-20 BFT 15'-4 Ring 14-16-18-20 BFT 15'-5 Ring 12-14-16-18-20
Body Sheet Chart
BFT 15'-6 Ring 12-14-16-16-18-20 BFT 15'-7 Ring 12-14-14-16-16-18-20 BFT 15'-8 Ring 12-14-14-14-16-16-18-20 BFT 18'-2 Ring 10-16 BFT 18'-3 Ring 10-16-20 BFT 18'-4 Ring 10-16-18-20 BFT 18'-5 Ring 10-16-18-20-20 BFT 18'-6 Ring 10-14-16-18-20-20 BFT 18'-7 Ring 10-14-16-18-18-20-20 BFT 18'-8 Ring 10-14-14-16-18-18-20-20 BFT 21'-2 Ring 10-16 BFT 21'-3 Ring 10-16-20 BFT 21'-4 Ring 10-16-20-20 BFT 21'-5 Ring 10-16-17-20-20 BFT 21'-6 Ring 10-16-17-17-20-20
NOTE: * Represents 45° Bulk Tanks. All other tanks come with 60° or 45° hoppers.
How to use charts on this page
The chart titled “Body Sheet Chart” is for the reference when building the tank. This chart tells you how many rings the specific tank must have. To read the chart find the tank size you wish to build. For example, an 12' diameter tank with 4 rings will look like BFT 12'-4 rings. The side labeled “Gauge” will tell you which body sheets to use. The sheets are color coded, simply match the gauge number with the color. (Use “Sheet Gauge Color Code Chart” on Page 27.)
6. Sidewall Assembly
Slot detail
End view
Sheet Gauge Color Code Chart
Code # Color Code
20 Red 18 Orange 17 Pink/Light Blue 16 Blue 15 Brown/Red 14 Green 13 Yellow/Blue 12 Black 11 Pink 10 Light Blue
IMPORTANT: Number of rings shown for each tank size are maximums. (12' 60° Tanks have a 6 ring
maximum. 15' 45° and 18' 45° tanks have an 8 ring maximum.)
NOTE: Body sheets are color coded on edges for gauge identification.
12' Sidewall Sheet Orientation
IMPORTANT: Please note sheet orientation when assembling the bin sidewall. The upper right corner
will have a slot or identifying sticker. This corner should be on the inside of the tank when assembled. (See Figure 6A.)
Figure 6A Viewed from Inside (Sheet orientation effects how sheets overlap.)
Ref # Description
A 3/8" x 1/2" Slot (One per Sheet)
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 27
6. Sidewall Assembly
Inside of tank
Sidewall Erection
12'-21' Bulk Feed Tank
12'-21' Diameters Bulk Feed Tanks are designed to be built vertically utilizing bin jacks or a crane of adequate capacity. Before bolting the sidewall sheets together, check that you have the proper gauge steel for the first ring. The higher gauge number denote the thinner materials. For example, 20 gauge material is thinner than 14 gauge. In erecting all Bulk Feed Tanks the thinnest material always goes on top, therefore the first sidewall ring you assemble will be the top ring of the tank. Check the various gauges of the tank with the color code chart and begin building accordingly. Remember assemble th e top ring first. Note ring overlap detail in Figure 6B.
NOTE: See Page 27 for proper gauges and color code chart. IMPORTANT: The number of rings shown for each tank size are maximums. (15' 60° Tanks have a
6 ring maximum, 21' 45° tanks have a 7 ring maximum. 12' 60° Tanks have a 7 ring maximum. 15' 45° Tanks have an 8 ring maximum. The 12' 45° and 18' 45° tanks have an 9 ring maximum.)
Figure 6B Ring Overlap Detail
Ref # Description
A Upper Ring B 5/16" Nut C 5/16" x 1" Bin Bolt D Caulking (Two (2) Strips) E Lower Ring
6. Sidewall Assembly
Figure 6C Caulking Detail (For 12' tanks only.)
Figure 6D Caulking Detail (For 15', 18' and 21' tanks.)
Ref # Description
A Caulking
PNEG-1461 12', 15', 18' and 21' Bulk Feed Tank Series and Grain Hopper Tank Series 29
6. Sidewall Assembly
Figure 6E
Figure 6F
IMPORTANT: BEGIN BOLTING IN THE CENTER OF SHEETS when connecting sidewall rings to one
another. When bolting sidewall rings to one another, always begin bolting in the center of the sheet and work toward the outside edges (horizontal seams). This allows the sidewall to draw up evenly.
Loading...
+ 94 hidden pages